About: Geometrically Non-linear Finite Element Reliability Analysis of Steel Plane Frames With Initial Imperfections

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The random load carrying capacity of steel plane frames with bracing stiffness is studied in the presented article. The load carrying capacity is evaluated using the geometrically non-linear FEM analysis. The incremental stiffness matrix of a slightly curved element utilized in the non-linear incremental analysis is listed. Initial imperfections are considered as random variables. Statistical analysis and Sobols sensitivity analysis are performed using the Latin Hypercube Sampling method. The effect of initial random imperfections on the load carrying capacity is studied, whilst assuming constant non-dimensional slenderness of the columns. The evaluation parameter is the pair of non-random values of elastic bracing stiffness and system length of the columns. The paper illustrates that the load carrying capacity is very sensitive to the initial crookedness (bow imperfections) of the columns in the event that the non-sway (symmetric) and sway (anti-symmetric) buckling modes coincide. In this case, the d The random load carrying capacity of steel plane frames with bracing stiffness is studied in the presented article. The load carrying capacity is evaluated using the geometrically non-linear FEM analysis. The incremental stiffness matrix of a slightly curved element utilized in the non-linear incremental analysis is listed. Initial imperfections are considered as random variables. Statistical analysis and Sobols sensitivity analysis are performed using the Latin Hypercube Sampling method. The effect of initial random imperfections on the load carrying capacity is studied, whilst assuming constant non-dimensional slenderness of the columns. The evaluation parameter is the pair of non-random values of elastic bracing stiffness and system length of the columns. The paper illustrates that the load carrying capacity is very sensitive to the initial crookedness (bow imperfections) of the columns in the event that the non-sway (symmetric) and sway (anti-symmetric) buckling modes coincide. In this case, the d (en)
Title	Geometrically Non-linear Finite Element Reliability Analysis of Steel Plane Frames With Initial Imperfections Geometrically Non-linear Finite Element Reliability Analysis of Steel Plane Frames With Initial Imperfections (en)
skos:prefLabel	Geometrically Non-linear Finite Element Reliability Analysis of Steel Plane Frames With Initial Imperfections Geometrically Non-linear Finite Element Reliability Analysis of Steel Plane Frames With Initial Imperfections (en)
skos:notation	RIV/00216305:26110/12:PU102057!RIV13-MSM-26110___
http://linked.open...avai/predkladatel	Fakulta stavební
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(TA01020307), Z(MSM0021630519)
http://linked.open...iv/cisloPeriodika	1
http://linked.open...vai/riv/dodaniDat	2013
http://linked.open...aciTvurceVysledku	Kala, Zdeněk
http://linked.open.../riv/druhVysledku	J - Článek v odborném periodiku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Vysoké učení technické v Brně / Fakulta stavební
http://linked.open...dnocenehoVysledku	138066
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/12:PU102057
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	frame, steel, stability, strength, imperfections, failure, nonlinear, limit states, reliability, design. (en)
http://linked.open.../riv/klicoveSlovo	strength nonlinear reliability stability steel limit states design. failure imperfections frame
http://linked.open...odStatuVydavatele	LT - Litevská republika
http://linked.open...ontrolniKodProRIV	[5C94F81EB569]
http://linked.open...i/riv/nazevZdroje	Journal of civil engineering and management
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	1 (xsd:int)
http://linked.open...vavai/riv/projekt	Technical use efficiency of petrochemical units and increasing of their integrity with respect to protection of life environment
http://linked.open...UplatneniVysledku	2012
http://linked.open...v/svazekPeriodika	18
http://linked.open...iv/tvurceVysledku	Kala, Zdeněk
http://linked.open...n/vavai/riv/zamer	Progressive reliable and durable civil engineering structures
issn	1392-3730
number of pages	10 (xsd:int)
http://localhost/t...ganizacniJednotka	26110
is http://linked.open...avai/riv/vysledek of	Geometrically Non-linear Finite Element Reliability Analysis of Steel Plane Frames With Initial Imperfections

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